PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 1 DATE 07/22/08 EST. NO.10 TIME 10:51 AM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 004 0064 465.80 E.W. @ F.A.(+) 032708 N 0286.0 0066 2,228.01 041808 N 0368.0 0067 3,073.50 042908 N 0378.0 0069 634.66 061708 N 0415.0 0070 1,904.00 061708 N 0409.0 0071 799.30 061808 N 0410.0 005 0108 209.83 E.W. @ F.A.(+) 061908 N 0411.0 0109 104.91 062008 N 0412.0 0110 279.94 061808 N 0414.0 0111 517.37 070108 N 0423.0 0112 558.67 070208 N 0424.0 0113 223.35 070208 N 0425.0 0114 223.35 070308 N 0426.0 0115 446.70 070308 N 0427.0 0116 532.89 063008 N 0429.0 0117 621.81 070108 N 0430.0 0118 272.84 070208 N 0431.0 0119 763.08 070208 N 0432.0 0120 843.06 061008 N 0434.0 0121 314.74 060908 N 0385.0 0122 417.03 061108 N 0386.0 0123 77.70 052808 N 0394.0 0124 138.69 060308 N 0395.0 0125 130.33 060408 N 0396.0 0126 104.91 060508 N 0397.0 0128 131.14 060608 N 0399.0 0129 326.87 060908 N 0400.0 0130 365.23 062608 N 0403.0 0131 539.62 061108 N 0405.0 0132 209.83 061608 N 0407.0 0133 209.83 061708 N 0408.0 0134 3,116.90 061908 N 0417.0 011 0001 188.75 E.W. @ F.A.(+) 061108 N 0388.0 0002 434.75 060608 N 0389.0 0004 1,535.84 061008 N 0420.0 0005 2,964.35 061108 N 0422.0 0006 63.53 061208 N 0401.0 0007 158.81 061308 N 0402.0 015 0034 343.79 E.W. @ F.A.(+) 041608 N 0303.0 017 0009 6,440.05 E.W. @ F.A.(+) 012908 N 0367.0 020 0002 93,458.15 A.C. @ U.P.(+) 030108 N 386920 021 0004 1,925.00 E.W. @ F.A.(+) 052108 N 0379.0 028 0002 392.24 E.W. @ F.A.(+) 031308 N 0204.0 0003 280.56 031408 N 0205.0 0004 162.87 031408 N 0206.0 0005 153.36 031308 N 0203.0 0006 2,114.41 031308 N 0320.0 0007 2,059.89 031408 N 0321.0 PROGRAM CAS145 S C H E D U L E O F E X T R A W O R K PAGE NO. 2 DATE 07/22/08 EST. NO.10 TIME 10:51 AM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- CCO REPORT REPORT TYPE OF WORK(+) WORK BR CONTR NO. NUMBER AMOUNT PERFORMED (-) DATE WK RPT.NO C O M M E N T S --------------------------------------------------------------------------- 133,462.24 TOTAL THIS ESTIMATE 385,578.20 TOTAL PREVIOUS ESTIMATE 519,040.44 TOTAL TO DATE PROGRAM CAS145 S C H E D U L E O F D E D U C T I O N S PAGE NO. 1 DATE 07/22/08 EST. NO.10 TIME 10:51 AM R.E. NAME: ETEZADI, AMIR 11-2358U4 --------------------------------------------------------------------------- DEDUCTION DESCRIPTION AMOUNT EST THIS TOTAL NO. ESTIMATE ESTIMATE --------------------------------------------------------------------------- ADMINISTRATIVE CPM SCHEDULE -445,982.28 03 CL 2 AB OUT-OF-SPEC -4,779.93 04 CPM PROGRESS SCHED 445,982.28 04 RESET STAKING, R/W -2,720.00 04 RESET STAKING -2,380.00 05 RESET SURVEY STAKING -9,180.00 07 RESET SURVEY STAKING -4,420.00 08 RESET SURVEY STAKING -680.00 09 RESET SURVEY STAKING -2,720.00 10 -2,720.00 -26,879.93 LABOR COMPLIANCE VIOLATION O/S PRS OCT -10,000.00 02 O/S PRS NOV -10,000.00 03 PRS RECD OCT 10,000.00 03 O/S PRS DEC -10,000.00 04 O/S PRS JAN -10,000.00 05 PRS RECD NOV 10,000.00 05 O/S PRS APR -10,000.00 08 PRS RECD DEC 10,000.00 08 O/S PRS MAY -10,000.00 09 O/S PRS JUNE -10,000.00 10 PRS RECD MAY 10,000.00 10 0.00 -30,000.00 TOTAL DEDUCTIONS -2,720.00 -56,879.93 PROGRAM CAS145 PAGE 1 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 LOCATION RERUN PROGRESS ESTIMATE 11-SD-5-35.7/38.5 ----------------------- COFFMAN SPECIALTIES, INC. IN SAN DIEGO COUNTY IN SAN DIEGO 4375-260 JUTLAND DRIVE SOLANA BEACH AND ENCINITAS FROM SAN SAN DIEGO,CA 92117 DIEGUITO RIVER BRIDGE TO SAN ELIJO LAGOON BRIDGE FED. AID NO. N O N E CONSTRUCT HOV LANE ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 01 PROGRESS SCHEDULE (CRITICAL PATH METHOD) LS 5,000.0000 5,000.00 0.500 2,500.00 02 TIME-RELATED OVERHEAD LS 1100,000.0000 1,100,000.00 0.073 80,300.00 0.719 790,900.00 03 TEMPORARY FENCE (TYPE CL-1.8) M 40.0000 6,400.00 170.000 6,800.00 04 TEMPORARY FENCE (TYPE ESA) M 10.0000 3,200.00 234.000 2,340.00 05 CONSTRUCTION SITE MANAGEMENT LS 10,000.0000 10,000.00 0.073 730.00 0.719 7,190.00 06 PREPARE STORM WATER POLLUTION LS 15,000.0000 15,000.00 0.030 450.00 0.788 11,820.00 PREVENTION PLAN 07 TEMPORARY FIBER ROLL M 10.0000 72,500.00 5,448.100 54,481.00 08 TEMPORARY SILT FENCE M 6.0000 10,260.00 1,717.500 10,305.00 09 TEMPORARY CONCRETE WASHOUT FACILITY EA 2,500.0000 42,500.00 10.000 25,000.00 10 TEMPORARY CONSTRUCTION ENTRANCE EA 2,500.0000 77,500.00 9.000 22,500.00 11 TEMPORARY CHECK DAM M 10.0000 6,600.00 350.500 3,505.00 12 MOVE-IN/MOVE-OUT EA 500.0000 2,500.00 0.000 0.00 S) (TEMPORARY EROSION CONTROL) 13 TEMPORARY DRAINAGE INLET PROTECTION EA 315.0000 44,100.00 47.000 14,805.00 14 TEMPORARY HYDRAULIC MULCH M2 0.8200 127,100.00 0.000 0.00 S) (BONDED FIBER MATRIX) 15 STREET SWEEPING LS 50,000.0000 50,000.00 0.073 3,650.00 0.719 35,950.00 16 TEMPORARY CONCRETE WASHOUT (PORTABLE) LS 15,000.0000 15,000.00 0.073 1,095.00 0.719 10,785.00 17 CONSTRUCTION AREA SIGNS LS 20,000.0000 20,000.00 0.037 740.00 0.660 13,200.00 S) 18 TRAFFIC CONTROL SYSTEM LS 150,000.0000 150,000.00 0.073 10,950.00 0.719 107,850.00 S) 19 TYPE III BARRICADE EA 40.0000 3,640.00 21.000 840.00 S) 20 TEMPORARY TRAFFIC STRIPE (PAINT) M 1.0000 8,080.00 35,343.000 35,343.00 S) 21 TRAFFIC PLASTIC DRUM EA 40.0000 35,200.00 140.000 5,600.00 S) 22 TEMPORARY PAVEMENT MARKER EA 4.0000 1,480.00 6,093.000 24,372.00 S) PROGRAM CAS145 PAGE 2 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 23 PORTABLE CHANGEABLE MESSAGE SIGN EA 2,500.0000 15,000.00 6.000 15,000.00 S) 24 TEMPORARY RAILING (TYPE K) M 100.0000 1,390,000.00 430.000 43,000.00 12,840.900 1,284,090.00 S) 25 TEMPORARY CRASH CUSHION MODULE EA 200.0000 36,000.00 114.000 22,800.00 S) 26 TEMPORARY CRASH CUSHION (ABSORB 350) EA 5,000.0000 100,000.00 1.000 5,000.00 6.000 30,000.00 S) 27 ABANDON CULVERT EA 1,000.0000 5,000.00 1.000 1,000.00 28 REMOVE CHAIN LINK FENCE M 30.0000 22,200.00 367.000 11,010.00 29 REMOVE METAL BEAM GUARD RAILING M 27.0000 24,840.00 100.000 2,700.00 30 REMOVE TRAFFIC STRIPE M 1.2000 103,920.00 46,536.000 55,843.20 S) 31 REMOVE ROADSIDE SIGN EA 250.0000 11,000.00 10.000 2,500.00 32 REMOVE SIGN STRUCTURE EA 5,000.0000 30,000.00 1.000 5,000.00 6.000 30,000.00 33 REMOVE BASE AND SURFACING M3 13.0000 27,170.00 1,589.540 20,664.02 1,589.540 20,664.02 34 RESET ROADSIDE SIGN EA 450.0000 3,150.00 0.000 0.00 35 RELOCATE ROADSIDE SIGN EA 225.0000 3,600.00 0.000 0.00 36 MODIFY INLET EA 2,000.0000 12,000.00 5.000 10,000.00 37 MODIFY SIGN STRUCTURE EA 5,000.0000 15,000.00 3.000 15,000.00 3.000 15,000.00 38 COLD PLANE ASPHALT CONCRETE PAVEMENT M2 5.0000 31,500.00 0.000 0.00 S) 39 REMOVE CONCRETE BARRIER (TYPE K) M 2.0000 15,300.00 8,401.000 16,802.00 40 CAP INLET EA 1,500.0000 4,500.00 2.000 3,000.00 41 BRIDGE REMOVAL (PORTION), LOCATION A LS 75,000.0000 75,000.00 1.000 75,000.00 42 BRIDGE REMOVAL (PORTION), LOCATION B LS 45,000.0000 45,000.00 1.000 45,000.00 43 BRIDGE REMOVAL (PORTION), LOCATION C LS 45,000.0000 45,000.00 1.000 45,000.00 44 BRIDGE REMOVAL (PORTION), LOCATION D LS 85,000.0000 85,000.00 1.000 85,000.00 45 CLEARING AND GRUBBING LS 24,000.0000 24,000.00 1.000 24,000.00 46 DEVELOP WATER SUPPLY LS 10,000.0000 10,000.00 1.000 10,000.00 47 ROADWAY EXCAVATION M3 60.0000 4,110,000.00 4,684.930 281,095.80 58,571.757 3,514,305.42 48 ROADWAY EXCAVATION (TYPE Y-2) M3 10.0000 52,900.00 4,934.050 49,340.50 (AERIALLY DEPOSITED LEAD) 49 LEAD COMPLIANCE PLAN LS 1,500.0000 1,500.00 1.000 1,500.00 PROGRAM CAS145 PAGE 3 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 50 STRUCTURE EXCAVATION (BRIDGE) M3 130.0000 54,600.00 420.000 54,600.00 F) 51 STRUCTURE EXCAVATION (CRIB WALL) M3 40.0000 32,000.00 20.000 800.00 740.000 29,600.00 52 STRUCTURE EXCAVATION (RETAINING WALL) M3 50.0000 101,600.00 2,032.000 101,600.00 F) 53 STRUCTURE EXCAVATION (SOLDIER PILE WALL) M3 50.0000 30,600.00 612.000 30,600.00 F) 54 STRUCTURE EXCAVATION (TIEBACK WALL) M3 50.0000 45,400.00 232.000 11,600.00 908.000 45,400.00 F) 55 STRUCTURE EXCAVATION (SOIL NAIL WALL) M3 50.0000 87,500.00 1,750.000 87,500.00 F) 56 STRUCTURE BACKFILL (BRIDGE) M3 50.0000 12,750.00 255.000 12,750.00 F) 57 STRUCTURE BACKFILL (CRIB WALL) M3 100.0000 306,930.00 775.010 77,501.00 1,108.560 110,856.00 F) 58 STRUCTURE BACKFILL (RETAINING WALL) M3 50.0000 79,050.00 175.650 8,782.50 1,487.000 74,350.00 F) 59 STRUCTURE BACKFILL (SOIL NAIL WALL) M3 50.0000 3,350.00 24.500 1,225.00 67.000 3,350.00 F) 60 STRUCTURE BACKFILL (SOLDIER PILE WALL) M3 50.0000 1,300.00 13.000 650.00 26.000 1,300.00 F) 61 SAND BACKFILL M3 200.0000 5,600.00 0.000 0.00 62 CONCRETE BACKFILL M3 200.0000 1,600.00 0.000 0.00 63 SOIL NAIL ASSEMBLY M 60.0000 616,200.00 10,286.430 617,185.80 S) 64 HIGHWAY PLANTING LS 400,000.0000 400,000.00 0.004 1,600.00 0.060 24,000.00 S) 65 PRUNE EXISTING PLANTS M 15.0000 42,900.00 2,860.000 42,900.00 S) 66 IMPORTED TOPSOIL M3 60.0000 4,680.00 0.000 0.00 S) 67 ROCK BLANKET M2 100.0000 51,000.00 0.000 0.00 S) 68 EROSION CONTROL (TYPE 1) M2 0.3000 10,830.00 0.000 0.00 S) 69 EROSION CONTROL (TYPE 2) M2 1.0000 3,100.00 0.000 0.00 S) 70 EROSION CONTROL (TYPE 3) M2 3.0000 2,880.00 0.000 0.00 S) 71 FIBER ROLLS M 8.0000 47,360.00 0.000 0.00 S) 72 MOVE-IN/MOVE-OUT (EROSION CONTROL) EA 500.0000 2,500.00 0.000 0.00 S) 73 WILD FLOWER SEEDING HA 25,000.0000 2,500.00 0.000 0.00 S) 74 MAINTAIN EXISTING PLANTED AREAS LS 35,000.0000 35,000.00 0.038 1,330.00 0.367 12,845.00 S) 75 PLANT ESTABLISHMENT WORK LS 50,000.0000 50,000.00 0.000 0.00 S) 76 MAINTAIN EXISTING IRRIGATION FACILITIES LS 35,000.0000 35,000.00 0.038 1,330.00 0.367 12,845.00 S) PROGRAM CAS145 PAGE 4 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 77 IRRIGATION SYSTEM LS 400,000.0000 400,000.00 0.027 10,800.00 0.492 196,800.00 S) 78 WATER METER EA 50,000.0000 50,000.00 0.000 0.00 S) 79 TEMPORARY IRRIGATION SUPPLY LINE M 20.0000 12,800.00 320.000 6,400.00 S) 80 200 MM CORRUGATED HIGH DENSITY M 125.0000 26,250.00 14.300 1,787.50 81.750 10,218.75 S) POLYETHYLENE PIPE CONDUIT 81 250 MM CORRUGATED HIGH DENSITY M 150.0000 7,950.00 0.000 0.00 S) POLYETHYLENE PIPE CONDUIT 82 150 MM WELDED STEEL PIPE CONDUIT M 500.0000 75,000.00 149.870 74,935.00 S) (6.35 MM THICK) 83 EXTEND 200 MM CONDUIT M 400.0000 6,000.00 0.000 0.00 S) 84 FINISHING ROADWAY LS 15,000.0000 15,000.00 0.000 0.00 85 CLASS 2 AGGREGATE BASE M3 70.0000 1,176,000.00 1,828.640 128,004.80 12,203.360 854,235.20 86 AGGREGATE BASE (APPROACH SLAB) M3 100.0000 2,800.00 0.000 0.00 87 ASPHALTIC EMULSION (FOG SEAL COAT) TONN 500.0000 3,500.00 1.050 525.00 88 ASPHALT CONCRETE (TYPE A) TONN 100.0000 1,550,000.00 2,211.870 221,187.00 6,342.685 634,268.50 89 ASPHALT CONCRETE BASE (TYPE A) TONN 95.0000 1,244,500.00 689.470 65,499.65 11,922.455 1,132,633.23 90 PLACE ASPHALT CONCRETE DIKE M 3.0000 5,880.00 0.000 0.00 91 PLACE ASPHALT CONCRETE (MISCELLANEOUS M2 135.0000 12,960.00 0.000 0.00 AREA) 92 ASPHALTIC EMULSION (PAINT BINDER) TONN 500.0000 1,000.00 0.000 0.00 93 CONCRETE PAVEMENT M3 240.0000 2,592,000.00 345.650 82,956.00 10,062.920 2,415,100.80 94 SEAL PAVEMENT JOINT M 3.0000 38,400.00 1,654.000 4,962.00 9,700.000 29,100.00 95 SEAL LONGITUDINAL ISOLATION JOINT M 3.0000 24,870.00 8,336.000 25,008.00 96 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 97 750 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 243,400.00 1,217.000 243,400.00 S) PILING 98 1.5 M CAST-IN-DRILLED-HOLE CONCRETE M 1,200.0000 271,200.00 246.000 295,200.00 S) PILING 99 TIEBACK ANCHOR EA 1,700.0000 234,600.00 69.000 117,300.00 137.000 232,900.00 S) 00 STRUCTURAL CONCRETE, BRIDGE FOOTING M3 750.0000 78,750.00 125.250 93,937.50 F) 01 STRUCTURAL CONCRETE, BRIDGE M3 950.0000 915,800.00 52.000 49,400.00 545.060 517,807.00 F) 02 STRUCTURAL CONCRETE, RETAINING WALL M3 900.0000 1,937,700.00 123.560 111,204.00 1,979.850 1,781,865.00 F) 03 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 263,000.00 68.000 68,000.00 F) (TYPE N) PROGRAM CAS145 PAGE 5 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 04 STRUCTURAL CONCRETE, APPROACH SLAB M3 1,000.0000 248,000.00 58.800 58,800.00 (TYPE R) 05 MINOR CONCRETE (MINOR STRUCTURE) M3 2,000.0000 371,000.00 7.560 15,120.00 124.172 248,344.00 F) 06 PAVING NOTCH EXTENSION M3 1,000.0000 6,000.00 1.030 1,030.00 07 ARCHITECTURAL TREATMENT (RANDOM FLUTE) M2 30.0000 79,200.00 193.880 5,816.40 2,313.250 69,397.50 F) 08 ARCHITECTURAL TREATMENT (MURAL BASE) M2 300.0000 29,100.00 29.350 8,805.00 116.650 34,995.00 F) 09 ARCHITECTURAL TREATMENT M2 20.0000 6,860.00 50.550 1,011.00 317.850 6,357.00 F) (WALL CAP TEXTURE) 10 DRILL AND BOND DOWEL M 110.0000 79,090.00 550.900 60,599.00 11 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 S) GIRDER (5 M - 10 M) 12 FURNISH PRECAST PRESTRESSED CONCRETE EA 10,000.0000 30,000.00 3.000 30,000.00 S) GIRDER (10 M - 15 M) 13 FURNISH PRECAST PRESTRESSED CONCRETE EA 17,500.0000 52,500.00 3.000 52,500.00 S) GIRDER (20 M - 25 M) 14 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 10,000.0000 360,000.00 8.000 80,000.00 12.000 120,000.00 S) CONCRETE GIRDER (5 M - 10 M) 15 FURNISH PRECAST PRESTRESSED RECTANGULAR EA 15,000.0000 270,000.00 2.000 30,000.00 S) CONCRETE GIRDER (15 M - 20 M) 16 ERECT PRECAST PRESTRESSED CONCRETE EA 1,200.0000 75,600.00 8.000 9,600.00 23.000 27,600.00 S) GIRDER 17 REINFORCED CONCRETE CRIB WALL (TYPE A) M2 300.0000 36,000.00 45.090 13,527.00 45.090 13,527.00 18 REINFORCED CONCRETE CRIB WALL (TYPE B) M2 500.0000 145,000.00 24.640 12,320.00 28.690 14,345.00 19 REINFORCED CONCRETE CRIB WALL (TYPE C) M2 600.0000 66,000.00 41.200 24,720.00 60.460 36,276.00 20 REINFORCED CONCRETE CRIB WALL (TYPE D) M2 750.0000 225,000.00 71.660 53,745.00 158.840 119,130.00 21 JOINT SEAL (MR 15 MM) M 50.0000 10,300.00 0.000 0.00 S) 22 BAR REINFORCING STEEL (BRIDGE) KG 2.5000 538,250.00 21,288.000 53,220.00 151,553.200 378,883.00 SF) 23 BAR REINFORCING STEEL (RETAINING WALL) KG 2.0000 598,100.00 12,375.000 24,750.00 288,924.500 577,849.00 SF) 24 SHOTCRETE M3 800.0000 478,400.00 64.250 51,400.00 595.750 476,600.00 F) 25 WEATHERING STEEL PLATE EA 150.0000 143,250.00 101.000 15,150.00 699.000 104,850.00 SF) 26 FURNISH SIGN STRUCTURE (TUBULAR) KG 10.0000 63,400.00 6,340.000 63,400.00 F) 27 INSTALL SIGN STRUCTURE (TUBULAR) KG 1.0000 6,340.00 6,340.000 6,340.00 6,340.000 6,340.00 SF) 28 FURNISH SIGN STRUCTURE (TRUSS) KG 10.0000 82,360.00 8,236.000 82,360.00 F) 29 INSTALL SIGN STRUCTURE (TRUSS) KG 1.0000 7,954.00 7,954.000 7,954.00 7,954.000 7,954.00 SF) 30 FURNISH SIGN STRUCTURE (BRIDGE MOUNTED KG 10.0000 8,500.00 850.000 8,500.00 F) WITHOUT WALKWAY) PROGRAM CAS145 PAGE 6 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 31 INSTALL SIGN STRUCTURE (BRIDGE MOUNTED KG 1.0000 850.00 0.000 0.00 SF)WITHOUT WALKWAY) 32 FURNISH LAMINATED PANEL SIGN M2 200.0000 28,000.00 108.660 21,732.00 121.110 24,222.00 (25.4 MM-TYPE A) 33 FURNISH LAMINATED PANEL SIGN M2 200.0000 6,800.00 0.000 0.00 (25.4 MM-TYPE B) 34 FURNISH LAMINATED PANEL SIGN M2 200.0000 2,800.00 0.000 0.00 (63.5 MM-TYPE H) 35 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 7,410.00 25.550 3,321.50 (1.6 MM-UNFRAMED) 36 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 5,200.00 0.000 0.00 (2.0 MM-UNFRAMED) 37 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 273.00 2.100 273.00 (1.6 MM-FRAMED) 38 FURNISH SINGLE SHEET ALUMINUM SIGN M2 130.0000 1,170.00 9.000 1,170.00 (2.0 MM-FRAMED) 39 1524 MM CAST-IN-DRILLED-HOLE M 1,000.0000 18,000.00 17.600 17,600.00 S) CONCRETE PILE (SIGN FOUNDATION) 40 METAL (BARRIER MOUNTED SIGN) KG 10.0000 20,700.00 1,015.000 10,150.00 41 ROADSIDE SIGN - ONE POST EA 150.0000 5,100.00 0.000 0.00 42 ROADSIDE SIGN - TWO POST EA 150.0000 1,350.00 0.000 0.00 43 INSTALL SIGN (STRAP AND SADDLE BRACKET EA 150.0000 3,150.00 0.000 0.00 METHOD) 44 INSTALL ROADSIDE SIGN PANEL ON EA 250.0000 1,750.00 0.000 0.00 EXISTING POST 45 INSTALL SIGN PANEL ON EXISTING STRUCTURE M2 250.0000 2,250.00 0.000 0.00 46 INSTALL ROADSIDE SIGN EA 250.0000 250.00 0.000 0.00 (LAMINATED WOOD BOX POST) 47 450 MM ALTERNATIVE PIPE CULVERT M 300.0000 66,000.00 45.400 13,620.00 204.200 61,260.00 48 600 MM ALTERNATIVE PIPE CULVERT M 300.0000 180,000.00 -17.800 -5,340.00 339.600 101,880.00 49 750 MM ALTERNATIVE PIPE CULVERT M 300.0000 14,400.00 0.000 0.00 50 450 MM REINFORCED CONCRETE PIPE M 300.0000 14,400.00 9.800 2,940.00 47.500 14,250.00 51 600 MM REINFORCED CONCRETE PIPE M 1,000.0000 10,000.00 9.100 9,100.00 10.100 10,100.00 52 750 MM REINFORCED CONCRETE PIPE M 1,000.0000 22,000.00 9.750 9,750.00 53 450 MM BITUMINOUS COATED SLOTTED M 1,500.0000 9,000.00 0.000 0.00 CORRUGATED STEEL PIPE (2.77 MM THICK) 54 600 MM ALTERNATIVE PIPE DOWNDRAIN M 500.0000 12,500.00 25.400 12,700.00 25.400 12,700.00 55 900 MM PRECAST CONCRETE PIPE RISER M 2,200.0000 28,600.00 9.610 21,142.00 56 ROCK SLOPE PROTECTION (LIGHT, METHOD B) M3 200.0000 8,600.00 0.000 0.00 57 CONCRETE (CHANNEL LINING) M3 1,000.0000 8,000.00 0.000 0.00 PROGRAM CAS145 PAGE 7 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 58 CONCRETE (CONCRETE APRON) M3 1,000.0000 11,000.00 5.620 5,620.00 59 SLOPE PAVING (CONCRETE) M3 500.0000 16,000.00 0.000 0.00 F) 60 ROCK SLOPE PROTECTION FABRIC M2 10.0000 360.00 0.000 0.00 61 MINOR CONCRETE (MISCELLANEOUS M3 350.0000 80,500.00 32.820 11,487.00 CONSTRUCTION) 62 MINOR CONCRETE (GUTTER) M 100.0000 26,000.00 32.500 3,250.00 F) 63 MINOR CONCRETE (TEXTURE PAVING) M2 80.0000 76,000.00 0.000 0.00 (GORE PAVING) 64 MISCELLANEOUS IRON AND STEEL KG 5.0000 78,235.00 10,508.000 52,540.00 SF) 65 MISCELLANEOUS METAL (BRIDGE) KG 5.0000 800.00 0.000 0.00 SF) 66 CHAIN LINK FENCE (TYPE CL-1.8) M 80.0000 6,400.00 0.000 0.00 S) 67 4.9 M CHAIN LINK GATE (TYPE CL-1.8) EA 3,200.0000 3,200.00 0.000 0.00 S) 68 DELINEATOR (CLASS 1) EA 50.0000 5,500.00 0.000 0.00 69 METAL BEAM GUARD RAILING M 85.0000 21,250.00 0.000 0.00 S) 70 CONCRETE BARRIER (TYPE K) M 20.0000 2,800.00 73.000 1,460.00 73.000 1,460.00 71 TUBULAR RAILING (MODIFIED) M 520.0000 394,160.00 0.000 0.00 SF) 72 CABLE RAILING M 35.0000 9,765.00 0.000 0.00 SF) 73 TRANSITION RAILING (TYPE WB) EA 3,800.0000 11,400.00 0.000 0.00 S) 74 TERMINAL ANCHOR ASSEMBLY (TYPE SFT) EA 900.0000 900.00 0.000 0.00 S) 75 ALTERNATIVE IN-LINE TERMINAL SYSTEM EA 3,500.0000 3,500.00 0.000 0.00 S) 76 ALTERNATIVE FLARED TERMINAL SYSTEM EA 3,000.0000 6,000.00 0.000 0.00 S) 77 CRASH CUSHION (TYPE CAT) EA 6,500.0000 39,000.00 0.000 0.00 S) 78 CRASH CUSHION (TYPE CAT) BACKUP EA 450.0000 2,700.00 0.000 0.00 S) 79 CONCRETE BARRIER (TYPE 60) M 150.0000 43,500.00 288.000 43,200.00 80 CONCRETE BARRIER (TYPE 60C) M 500.0000 80,000.00 85.000 42,500.00 81 CONCRETE BARRIER (TYPE 60E) M 300.0000 105,000.00 0.000 0.00 82 CONCRETE BARRIER (TYPE 60S) M 150.0000 907,500.00 306.150 45,922.50 5,816.850 872,527.50 83 CONCRETE BARRIER (TYPE 60SA) M 350.0000 43,295.00 -0.300 -105.00 123.700 43,295.00 F) 84 CONCRETE BARRIER (TYPE 60SC) M 350.0000 343,000.00 837.000 292,950.00 PROGRAM CAS145 PAGE 8 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ 85 CONCRETE BARRIER (TYPE 60SE) M 300.0000 105,000.00 200.000 60,000.00 86 CONCRETE BARRIER (TYPE 732) M 300.0000 30,000.00 0.000 0.00 F) 87 THERMOPLASTIC PAVEMENT MARKING M2 25.0000 14,500.00 0.000 0.00 S) 88 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 28,820.00 0.000 0.00 S) 89 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.5000 6,300.00 0.000 0.00 S) 90 200 MM THERMOPLASTIC TRAFFIC STRIPE M 1.0000 2,260.00 0.000 0.00 S) (BROKEN 3.66 M - 0.92 M) 91 100 MM THERMOPLASTIC TRAFFIC STRIPE M 1.1000 451.00 0.000 0.00 S) (BROKEN 5.18 M - 2.14 M) 92 200 MM THERMOPLASTIC TRAFFIC STRIPE M 2.0000 900.00 0.000 0.00 S) (BROKEN 11.0 M - 3.50 M) 93 PAINT TRAFFIC STRIPE (2-COAT) M 0.4500 56,250.00 6,679.000 3,005.55 78,838.000 35,477.10 S) 94 PAVEMENT MARKER (NON-REFLECTIVE) EA 1.0000 19,700.00 14,901.000 14,901.00 S) 95 PAVEMENT MARKER (RETROREFLECTIVE) EA 2.8000 35,280.00 5,596.000 15,668.80 S) 96 SIGNAL AND LIGHTING (LOCATION 1) LS 130,000.0000 130,000.00 0.130 16,900.00 0.130 16,900.00 S) 97 SIGNAL AND LIGHTING (LOCATION 2) LS 145,000.0000 145,000.00 0.560 81,200.00 S) 98 SIGNAL AND LIGHTING LS 50,000.0000 50,000.00 0.910 45,500.00 S) (STAGE CONSTRUCTION 2A - LOCATION 2) 99 LIGHTING AND SIGN ILLUMINATION LS 355,000.0000 355,000.00 0.190 67,450.00 0.380 134,900.00 S) 00 INTERCONNECTION CONDUIT AND CABLE M 100.0000 20,000.00 0.000 0.00 S) 01 COMMUNICATION CONDUIT (BRIDGE) M 90.0000 11,340.00 0.000 0.00 SF) 02 ELECTRIC SERVICE (IRRIGATION) LS 5,000.0000 5,000.00 0.000 0.00 S) 03 TRAFFIC MONITORING STATION LS 40,000.0000 40,000.00 0.370 14,800.00 0.690 27,600.00 S) 04 MODIFY RAMP METERING SYSTEM (LOCATION 1) LS 10,000.0000 10,000.00 0.630 6,300.00 0.630 6,300.00 S) 05 MODIFY RAMP METERING SYSTEM (LOCATION 2) LS 10,000.0000 10,000.00 0.680 6,800.00 0.680 6,800.00 S) 06 RAMP METERING SYSTEM (LOCATION 3) LS 50,000.0000 50,000.00 0.130 6,500.00 0.130 6,500.00 S) 07 RAMP METERING SYSTEM (LOCATION 4) LS 50,000.0000 50,000.00 0.040 2,000.00 0.100 5,000.00 S) 08 RAMP METERING SYSTEM (LOCATION 5) LS 40,000.0000 40,000.00 0.240 9,600.00 0.610 24,400.00 S) 09 RAMP METERING SYSTEM (LOCATION 6) LS 30,000.0000 30,000.00 0.000 0.00 S) 10 ITEM DELETED PER ADDENDUM LS 0.0000 0.00 0.000 0.00 11 600 MM CAST-IN-DRILLED-HOLE CONCRETE M 200.0000 148,400.00 706.000 141,200.00 S) PILING PROGRAM CAS145 PAGE 9 DATE 07/22/08 STATE OF CALIFORNIA - DEPARTMENT OF TRANSPORTATION 11-2358U4 TIME 10:51 AM ESTIMATE NO. 10 BID OPENING 06/28/07 P R O J E C T R E C O R D - E S T I M A T E WORK PERFORMED THROUGH 07/20/08 R.E. NAME: ETEZADI, AMIR DATE OF THIS ESTIMATE 07/22/08 ------------------------------------------------------------------------------------------------------------------------------------ ITEM CONTRACT ORIGINAL THIS ESTIMATE TOTAL ESTIMATE NO. ITEM DESCRIPTION UNIT PRICES AUTH. AMT QUANTITY $ AMOUNT QUANTITY $ AMOUNT ------------------------------------------------------------------------------------------------------------------------------------ SUBTOTAL CONTRACT ITEMS WITHOUT MOBILIZATION 1,984,457.72 21,368,288.32 ADJUSTMENT OF COMPENSATION 93,458.15 145,491.92 EXTRA WORK 40,004.09 373,548.52 SUBTOTAL AMOUNT EARNED WITHOUT MOBILIZATION 2,117,919.96 21,887,328.76 12 MOBILIZATION LS 3225,000.0000 3,225,000.00 1.000 3,225,000.00 ORIGINAL CONTRACT AMOUNT 32,821,953.00 TOTAL WORK COMPLETED 2,117,919.96 25,112,328.76 MATERIALS ON HAND ON SITE 759,184.52 MATERIALS ON HAND ELSEWHERE 0.00 DEDUCTIONS -2,720.00 -56,879.93 TOTAL 2,115,199.96 25,814,633.35 ITEMS FOR WHICH CONTRACT PRICE EXCEEDS MAXIMUM VALUE N O N E DATE CONTR CONTRACT DATE WORK BEGIN EST. DATE WORKING WEATHER NON- C.C.O. OTHER PERCENT PERCENT TIME APPROVED DAYS STARTED CONSTR COMPLETION DAYS WORKING DAYS DAYS DAYS COMPLETED ELAPSED 09/10/07 510 10/02/07 10/02/07 11/03/09 187 10 0 0 73% 72% PROGRESS IS SATISFACTORY ETEZADI, AMIR RESIDENT ENGINEER PROGRAM CAS145 DATE 07/22/08